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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S -PEAK ROOF HEIL. vs DESIGN WIND PRESSURE FOR CO-' L .-NENTS A CLADDING (81F.) FOR :ASCE 7-10 - PEAK ROOF HEIGHT r EW MAN OR E6VAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK- CATEGORY ll BUILDINGS RESIDENTIAL; APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED Sy St. Lucie County PEAR ROOF L- LESS THAN 7'-9- L** GREATER OR EQUAL THAN 7'-9' AND LESS THAN ,12'-3' Lo GREATER OR EQUAL THAN 12 -3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGA77VE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.SO. ULTIMATE A.S.D. UGBNATE ,ASD. ULRMATE A.SD. tlLT/MATE 0' - 15, 76.4 45.8 f02.4 67.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 .> 15'-20' 80.4 48.2 707.6 1 64.5 76.6 1 46.1 100.4 1 60.2 72.0 90.8 54.5 > 20'-25' _ 83.6 50.2 411.9 67.1 -79:8 479 104.4 62:6 74.8 j 44.9 94.4 -56.6 > 25'-sD' 86.2 51.7 - 115.5 69.3. 62.4 49.4. 107.7 64.6 77.3 - 46.4 97.4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 40,-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 973 58.4 130.3 1 78.2 92.9 55.7 121.5 72.9 87.2 52.3 _ 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs. DESIGN WIND PRESSUREFORCOMPONENTS.A CLADDING: (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET e BASIC. WIND SPEED = 170 mph. RISK CATEGORY /l. BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 3T. LU COUN; DRM TY aING D%VISION REWjE%TDFOR LU04CE.. REVEMED &Y DATE PLAN&AM5 PERNffr MUST'BEKZPtONS( OR NO INSPECTION WILL BE MADE. PEAK ROOF Lam• LESS THAN 12-3" L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE - - NEGATIVE -- POSITIVE NEGATIVE (h) ULTIMATE T A.S.D. ULTIMATE A.S.D. ULTIMATE F A: S.D. ULTIMATE I A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 -1 50.6 148.4 i 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 ',' 151.9 91.1 > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' .973 - 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 50.3 184.2 110.5 92.5 _ 55.5 163.0 97.8 120' - 140' 103.2 61.9 189.2 113.5" 95.1 571 7674 100.4 > 140' - 160' 105.E 63.4 193.6 5.2 973 58.4 . 17L3 102.8 1 -Tao' 078. 64.7 197.6 118.6 99.3 59.6 174.9 1O 4.9. > 180' - 200' - 109.8 65.9 201.3 120.8 101.1 60.7 178.1 i 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 - 185: 1 111.1 > 250' - 300' 117.8 70. 7 216.0 129.6 108.5 1 65.1 191.1 1 114.7 > 300' - 350' 12.1.0 72.6 221.9 133.1 111.5 66.9 196.37778 > `350' - 400' 123.9 74.3 227.1 136.3. 114.1 68.5 200.9 1 120.5 > ab0' - 450' 126.4 75.8' 231.8 139.1 - 116.5 69.9 205.1 123. 1 a50' - sDD' 128:8 77.5 235.1 141.7 118:6 71.2 208.9 125.3 NOIES^. 1.) THIS CER77FIED SIGNED' AND SEALED WIND LOAD: CHART, PREPARED BY THIS ENGINEER, _ BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SITE SPECIRC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BOILD/NG PERMIT 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND' PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES. ARE. ULTIMATE -AND ASD. PRESSURES 4.) THIS WIND TOAD CHART SHALL BE CONSIDERED INVALID IF. ALTERED BY ANY MEANS. 5.) DESIGN. WIND LOAD SELECTED BY, THE CONTRACTOR OR PERMITK, HOLDER FROM THIS WIND' LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDLILE/TAKE OFF SHEET, ETC). INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CON0I77ONS AND FOR ALL ROOF SLOPES. *�c L = STORM PANEL LENGTH, ACCORDION SHUTTER SLADE LENGTH OR 'BAHA6M SHUTTER HEIGHT. PRODUCTS: WHICH BEAR A MMMI-DADE COUNTY OR A STATE' OF FLORIDA APPROVAL PEPQE �OG�S 2014 (5th EDNTON) FLORIDA BUILDING CODE BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER COUNTIE ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & 841-AW SHUTIERS *** SCALE RISK CAT // BLOCS 0611 V15 L E C O, u c. WIND PRESSURE CHART DATE TILLIT TESTING & ENGINEERING. COMPANY BASIC WIND SPEED ="170. mph- 6J5J NW.'J6M SL sre. J0.5, u Na GWtiE£NNS, Fl LI66 EXPOSURE D, Kd = 0.55 15- 188 Phone : (JQ6)BJI-ISJ6 . I. : (J )671_7&T1 ORAWlNG No EB-0006719 NIv. N. - oacnrmw arr Nn. ro orsoarrnv . urz WALTER-A TILUT Jr. P.E. r1 an FI DRIDA Dc: B 44167 I